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2008-249
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Last modified
4/8/2016 10:53:28 AM
Creation date
10/1/2015 12:28:28 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
First Amendment
Approved Date
08/12/2008
Control Number
2008-249
Agenda Item Number
15.B.5
Entity Name
Geosyntec Consultants,Inc.
Subject
Amendment No.1 to Work Order No.16 Services at Landfill
Area
Southern Indian River County Landfill
Supplemental fields
SmeadsoftID
7517
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Mr. Himanshu Mehta <br /> 11 July 2008 <br /> Page 5 <br /> Phase 5 : Class I Closure Design and Permitting <br /> Phase 5 consists of the design, permitting, and construction certification of the closure of the <br /> Segment 2 and Infill sideslopes up to El . 95 ft NGVD . For budgeting purposes this task has been <br /> divided in the following three tasks , as presented below . <br /> Task 5. 1 : Enzineerinz Design <br /> Under this phase, Geosyntec will perform engineering analysis and design for closure of the <br /> north and south slopes of Segment 2 and the Infill . Engineering analysis and design will be <br /> performed to the extent required in the closure permit application . Geosyntec will review, <br /> summarize, and synthesize all relevant previous work for the closure of the Class I sideslopes . <br /> Geosyntec will perform the following activities as part of the engineering design : <br /> • layout and grading of the sideslopes of Segment 2 and Infill ; <br /> • specification of components and materials of the final cover system (vegetative layer, cap <br /> protective layer, as appropriate) ; <br /> • evaluation of percolation through and liquid head build-up in the final cover system using <br /> the hydrologic evaluation of landfill performance (HELP) model ; <br /> • evaluation of stability and settlement of the final cover system ; <br /> • design of the final cover drainage system to collect and convey the water that percolates <br /> through the vegetative and cap protective layers ; <br /> • design of the surface water drainage system to collect and convey the storm water runoff <br /> from the final cover system to the perimeter toe ditch ; <br /> • development of typical final cover system details ( configuration of the final cover system <br /> at the side slope swales , and other details as appropriate) as required for the permit <br /> application ; <br /> • development of a construction quality assurance ( CQA) plan ; and <br /> • development of financial assurance calculations . <br /> XR08168/JL80186. doc <br /> '.Ilkllrieers I scientists I innovators <br />
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